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西堠门大桥架梁阶段抗风稳定性的探讨
引用本文:蒋杰,徐风云.西堠门大桥架梁阶段抗风稳定性的探讨[J].桥梁建设,2007(A01):32-33,61.
作者姓名:蒋杰  徐风云
作者单位:浙江省舟山连岛工程建设指挥部,浙江舟山316032
摘    要:针对西堠门大桥架梁阶段检验风速过高,且不符合规范要求的情况,探讨降低强风危险性的措施。

关 键 词:悬索桥  架梁阶段  抗风稳定性  探讨
文章编号:1003-4722(2007)S1-0032-02
修稿时间:2007-01-22

Study of Wind Stability at Girder Erection Stage of Xihoumen Bridge
JIANG Jie , XU Feng-yun.Study of Wind Stability at Girder Erection Stage of Xihoumen Bridge[J].Bridge Construction,2007(A01):32-33,61.
Authors:JIANG Jie  XU Feng-yun
Institution:Zhejiang Provincial Construction Headquarters of Zhoushan Mainland and Islands Link Project, Zhoushan 316032, China
Abstract:This paper conducts a study of several measures of reducing the risk of strong wind on Xihoumen Bridge in the light of the situations that the checked wind speed of the Bridge was some too strong at the girder erection stage and did not satisfy the requirements in the technical specifications.
Keywords:suspension bridge  erection stage  wind stability  study
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